Nonlinear static analysis of rectangular plates on elastic foundations by the orthogonal point collocation method

DOI10.1016/0045-7825(88)90071-0zbMath0632.73074OpenAlexW2003831327MaRDI QIDQ1095719

B. George

Publication date: 1988

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(88)90071-0

zbMATH Keywords

static loadsorthogonal point collocation methodrectangular plateselastic foundationssimply supportedgeometrically nonlinear problemsmoderately large deflectionsClampedWinklerimmovable inplane conditionsPasternak modelsVon Kármán-type governing equations

Mathematics Subject Classification ID

Spectral, collocation and related methods for boundary value problems involving PDEs (65N35) Plates (74K20)

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Solution of two-dimensional problems of the statics of flexible shallow shells by spline approximation, Solution of problems of the theory of plates and shells with spline functions. (Survey), Buckling and postbuckling analysis of rectangular plates resting on elastic foundations with the use of the spectral method, Nonlinear analysis of thin rectangular plates on Winkler-Pasternak elastic foundations by DSC-HDQ methods, Nonlinear analysis for extreme large bending deflection of a rectangular plate on non-uniform elastic foundations, Nonlinear statics and dynamics of antisymmetric composite laminated square plates supported on nonlinear elastic subgrade

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